HomeMy WebLinkAboutBertrand PPBLEYL ENGINEERING
\ EXIST. E / PROJECT
i20' P.U.E. - _ - XIST. 4' SI(EWALK 0.72' / LOCATION
1176/125 20' P.U.E. // o s
EXIST. 4' SIDEWALK I 1222/714 XIST. / s`�
1 / �20' P.U.E. / 00�
N 46'39"11"E 19566' L - C3 1170/206 / pQ'O� / 50' o PHASE
/X 3 RPRn
.-ROW ANS
LANE ROW
EXIST. hc 0.084 ACo \ \ ROP. ADA CROSSINGI20' P.U.E. p N\ N N \ OP \I 3 (ACROSS DARTMOUTH ST)1222/687 I eh 3' W W \I \ \ /R•�4o/,.a
/ v a C.A.E. TEaDEV�.�: �. TO a °x N60" 42' 259Ny� O (SR
c CA.E. v \ s /
Z h 2p n J4.41'� / /a/� /'i 4z
ZONING: OFFICE N74' h v O6' 44
OWNER: MAYBELL 3 v v e
N 46"3307" E Z LOT 5B `«
REAL ESTATE LLC)o 11 19035 37.80'
'�
PLATTED: KE VIEW \ \0��
ACRES, LOT 68 ^�i 4i ^� PROP. 94' ROW 68' f-. o¢ "
y `gyp b / SJ2" 54' 29'W
ABANDON EXIST. \ `O / 34.17'\<" \ \ \\� DETAIL A
/� 25' Pr.A.E.�� V T�3��0
GENERAL ZONING: `-�\. 448/607 ,574' 06' 44'E
COMMERCIAL OWNER: BALL OFFICE _ZONING. GENERAL \ ZONING: GENERAL SUBURBAN o DARTMOUT °T709 \\ \ \ \ VICINITY MAP
DONALD A & -% SUBURBAN OWNER: SATTERWHRE CHARLES p ALIGNMENT S15' 54' 51 E
/ LARRY & SANDRA ANN Jo
1 ANTHONY M DYSON " OWNER: SHARP 50.70' o
PLATTED: LAKE VIEW \ BILLY WAYNE PLATTED: LAKE VIEW ACRES, 1 I 1 \ 0 LEGEND
ACRES, LOT 7A v p PLATTED: LAKE VIEW LOT 5A I
LOT ACRES, REMAINDER £ go " �C h R575' I \? 1 \ \ \ 1
_ p A @ k v ZONING: GENERAL COMMERCIAL �O I \ \ XIST. 4' SIDEWALK 1 PHASE 1 CONCRETE
p$pppg$ PHASE1 WITH CORRIDOR OVERLAY \ \
+x -\ cx IQpd DARTMOUTH STREET OWNER: TEXAS TIMBERJACK INC \�� \ \ \ \ I PHASE 1 ASPHALT
}gx Nc w ROW 1.323 ACRES UNPLATTED 2
AND CONSTRUCTION I \ \ PHASE 2 DARTMOUTH ROW
N 4� 00" E 192,55' - _AAA _ _ _ - _ PROP. 6' SIDEWALK ZONING: \ \ \ \
/ PROP. 6' SIDEWALK
3 I y OWNER: MILES
\ 1 PHASE 2 MORGANS LANE ROW
I\�- CONSTRUCTION & \ 1
/ v Y\ \ N b I 1 1 --PROP. 16' P.U.E. \)DEVELOPMENT LP \ 1 \ I COMMON AREA &PRIVATE
,6 q W UNPLATTED \ \ \ DRAINAGE EASEMENT DEVELOPMENT NAME:
b q q BERTRA 1, LOCK 1. N.
N W N y TEMPORARY C DE -SAC j PHASE LINE PHASE 7, BLOCK t, LOT 1
ZONING: GENERAL I � r �„
COMMERCIAL ry = gq' q ^ (GONG CENTER V(AINE W/ ry�0 \ \ \ PHASE 2, DARTMOUTH STREET ROW
OWNER: CLARDY JOHN 3 &R h PROP. I h� TOMBEASPHALTD DURNG N 463924"' E PHASE 3 ROW 1 P.U.E. PUBLIC UTILITY EASEMENT COMMON AREA BLOCKPHASE 3, 2, LOT 1 &
THOMAS SR REVOCABLE 'µ RLOT �-gg9�,4 v 70 X10 ya. PHASE 2 \ 22502, FUTURE COMMERCIAL 1
LMNG TRUST g Y ZONING: MULTI FAMILY ^d° 4 .� P.A.E. I, L14 STREET & SIDEWALK) P.A.E. PUBLIC ACCESS EASEMENT PROPERTY DESCRIPTION:
PLATTED: LAKE VIEW 'ET txgE£1', �� f ' / L13 /7 27.868 ACRES
16.319 ACRES / C16 / - \ PrAE. PRIVATE ACCESS EASEMENT
ACRES, LOT 9A C15 - - -� L75 LAKE VIEW ACRES, LOTS
v _ `. �3708"E 523.90" 5B-5C-6A-11A-12, 15379 ACE
2xs 13Z 74" E 306. 13" 6 - C.A.E. CROSS ACCESS EASEMENT 12.489AC IN A004601 M RECTOR
4' 49' 4 F 1+382 �, U.E. UTILITY EASEMENT
'_y C]2- SUBDIVIDER/ OWNER
R N r DOUG FRENCH
)- AI49' 491N II Y-C�B� PHASE 3 ROW CONTROL POINT CTX LAND INVESTMENTS LLC
4 @ \ PHASE 1 8584' �: :'_:r:ii. \y\ PHAj'E 3 PROP. 16' P.U.E. 0,405 ACRES CSM J128 4090 STATE HIGHWAY 6 S
`� \! ,OWNER: CTX LAND PROP. 6' SIDEWALK TI :._:: �. I OWNER: CTX LAND �° N 12'5524"E COLLEGE STATION, TX 77845-8962
/ b .i .. (for City G/S Only N9'20'11 "V
§§ PROP. 80' R.O.W. I. ...0 PUNNED uBE:
ZONING: GENERAL `" XIST INVESTMENTS, LLC ` INVESTMENTS, LLC 3341.23' MULTI -FAMILY -BLOCK 1 LOT 1,
COMMERCIAL 3 20' U.E. \ PROP. 20' P.U.E. �`\ '� :° /
_ �. ;.:.p. GENERAL COMMERCIALC BLOCK 2 LOT 1,
OWNER: YAZDCORP 335/473 �� EXIST `� O aI'"'ff PROP. 16' P.U.E. NATURAL AREA PROTECTED -BLOCK 2
FUNDS V LLC o \ U COMMON AREA
PLATTED: LAKE VIEW I` \ 10' COOS ESMT A::: ::y �\ ROP. 6' SIDEWALK
ACRES, LOT 10A1 l0 1 \ \ 302/438 .//. 1p CURRENT ZONING:
PHASE 2 / \ MULTI -FAMILY, GENERAL COMMERCIAL
XIST 5' U.E. MORGANS LINE. EXIST. EXIST. 1
507/235 �pHASE 2 ROW � �':.'�.�.'�11�' ROW�1O034 ACRES 1 AREA PROTECTED
CORRIDOR AND NATURAL
WITH OVERLAY
____\20'X21 ESMT ___ _ _ ____________________
0.084 ACRES \ 157/415 M�;::: ,.';4F R575' / 12----- \ \ ENGINEER-
---- 0 R
____ - __ _ _________ / BLEYL ENGINEERING
- 50' RO NS ENE S 463878" W 768.00' �- « « !'?! : .� �- i i \ 17 WOLFF, P.E.
1722 BROADMOOR OR., SURE 210
50" ROW V. 128, P.300 « i« >/: '1.�/ / / / CONTROL POINT BRYAN, TX 77802
\ I «hi::':.. j' LOT 1 i i i CSM f 729 PH: (979)268-1125
EXIST. I �I 7 R2oo'«««yf<`.: :' ' / xlsT ZONING: GENERAL S 65'46'10" E
25'X30' Pr.A.E OWNER: URKE, ALVIN ZONING: GENERAL ZONING: PLANNED «�`!':,: :k 10' COCS ESMT (for City G/S On/y 5692123 EJ SURVEYOR:
507/253� Jr., & PATRICIA SUBURBAN DEVELOPMENT DISTRICT r:. ,COMMERCIAL WITH \ MC CLURE & BROWNE ENGINEERING &
PLATTED: LAKE VIEW OWNER: AGGIELAND OWNER: AGGIELAND .�.'' ' 302/438 CORRIDOR OVERLAY �/ / \ 124176 ' SURVEYING. INC.
ACRES LOT 14-15 PREGNANCY OUTREACH PREGNANCY OUTREACH/ / �� KEVIN MC CLURE
REMAINDER OF LOT 15 I (FRONT 209' OF) PLATTED: LAKE VIEW PLATTED: LAKE VIEW /.: ::y ROP. 10' P.U.E. 6.797 ACRES 7� COLLEGE STATION. TX. 77845
ZONING: GENERAL ACRES, LOT 14 ACRES, LOT 13 �° ,;:;N / L9SUBURBAN L8 EXISTS G\ 7 \ / PH: (979)693-3838
a
Jr., & KE, ALVIN �1 \NE100' OF) DETAIL A e�`3F �1 if PROP. _'� �� 22451/ 3 / PREPARATION DATE -
Jr., & PATRICIA \ 4-20-2018
PLATTED: LAKE VIEW r II 20' P.U.E. / _ G /
ACRES, REMAINDER I ZONING: GENERAL PHASE 2 .r� L11 L6 / 60' Pr.A.E. \
LOT 15 SUBURBAN OWNER: CTX LAND-' a COMMON AREA & PRIVATE i 2048/187, 2048/182, 4676/39-
I INVESTMENTS, LLC S_/g 22 DRAINAGE EASEMENT \I / / NOTES:
\ y - ZONING: NATURAL AREAS a - / 1) ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS
1 ZONING: OFFICE AND INCORPORATED AREAS, MAP NUMBER 48041C031OF MAP REVISED APRIL 2,
OWNER: URKE, ALVIN 1 S� �' I iPROTECTED 3.229 ACRES OWNER: MARROW L P / 2014, THE COMMON AREA OF PHASE 3 OF THIS PROPERTY IS LOCATED IN THE
Q ZONING: RURAL N / ROP. 1 _PLATTED: CRYSTAL PARK \ SPECIAL FLOOD HAZARD AREA ZONE AE. THE LIMITS OF ZONE AE AS SHOWN ON
Jr., & PATRICIA ARP OWNER: AGGIELAND `�- APPROX. LOCATION OF SPECIAL 20' P.U.E. i' THIS SURVEY ARE BASED ON SURVEYED INTERPOLATION OF BFEs AS SHOWN ON
PLATTED: LAKE VIEW P PREGNANCY OUTREACH
ACRES LOT 14 & 15 I /� '(\\I� PLATTED: LAKE VIEW -_FLOOD HAZARD AREA ZONE AE --- - THE 2014 FIRM.
(153' OF) �.�'� �USCRP, ( ACRES, LOT 13 (SEE NOTE 1) — 2) B�ILDING PLOTSR SIGNAGE USEPARATED B7E1 AND DARTMOUTH STEREET.RE CONSIDERED TWO
3) STORMWATER DETENTION FOR EACH LOT WILL BE PROVIDED BY THE LOT WHEN
- - ' _/ OW • `�`� - - - �� S 45 3S"'W S 45°05"15" W 195. 1' R BLOCK THE FLOW OF WATER IN ANY PRIVATE DRAINAGE ,
REQUIRED DURING SITE DEVELOPMENT.
\\ 4) NO CONSTRUCTION, LANDSCAPING, GRADING, OR STRUCTURES SHALL IMPEDE
---------------------- R. f ° �� ( xlsr. I 1 CONSTRICT, o
EXIST. �� ROP. / 20' COCS ESMT' EASEMENT.
\) VARIABLE -WIDTH P.U.E. 335
DARTMOUTH STREET F 20' co335/477 i \ / �- /455 5) PRIVATE CROSS ACCESS EASEMENTS SHALL BE MAINTAINED B7 THE PROPERTY
_ / / ON-�`C ` 1 �- / l OWNERS ON WHICH THE EASEMENT FALLS.
/ ZONING: GENERAL ZONING: GENERAL 6) BLANKET EASEMENT 98/75 DEED RECORD OF BRAZOS COUNTY TO BE
ZONING GENERAL COMMERCIAL COMMERCIAL
OWNER: FAZZINO JOE C & MAE W COMMERCIAL / ABANDONED.
UNPLATTED OWNER: WOODS ES H %PLAZA LCCRYSTAL PARK -� �- 7) BLANKET EASEMENT 179/543 DEED RECORD OF BRAZOS COUNTY TO BE
UNPLATTED ABANDONED.
UNPLATTED � � 8) PHASE 3 COMMON AREA TO BE MAINTAINED BY BLOCK 2, LOT 1 OWNER.
9) PHASE 1 OF THE DARTMOUTH EXTENSION WILL BE BONDED OR CONSTRUCTED
0 50' 100' 200' 400' PRIOR TO THE PLATTINGTING OFF BLOCK 1, LOT 1.
10) SEE PRELIMINARY UTILITY PLAN FOR LINE &CURVE TABLES.
SCALE: 1'=100'
PRELIMINARY PLAN- NOT FOR RECORD
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DRAFT
FOR AGENCY
REVIEW ONLY
THIS SET OF PLANS WAS PREPARED
UNDER THE DIRECTION OF TIM 0
WOLFF, P.E., SEAL No. 100110 ON
6/6/2018. THIS DOCUMENT IS
RELEASED FOR THE PURPOSE OF
INTERIM REVIEW ONLY AND NOT
TO
BE USED FOR CONSTRUCTION.
PR+ JY022 NUMBER
OF:
BLEYL ENGINEERING
BLEYL ENGINEERING
EXIST EXIST' ,
EXIST F.H. C.I. MH
24" WTR i -EXIST 8" a
EXIST 8" \ DI WL 1 �'
�I WL EXIST \ \ \ EXIST 1 rn a 't
F.H. \ _ F7SANCJ.
H�'ti -
EXIST MH MH
\ BEGIN ROAD
CONSTRUCTION \
A
--71
/ EXIST/
ED'IST 8/SAN MH
EXIST 8" W'TR - EXIST.
MH
I
11!�
---------------------
\ \ PHASE 1
i
EXIST PROP. ENCASED
F.H. CROSSING
\ PROP. -C.I, c
1
' PROP. 18° RCP'
I
PROP. C.I.I.
PROP.
18" RCP
C.I.
� I
^ I
,\ I
I
I
END ROAD
_\ \ CONSTRUCTION PROF
\ 18"
\ \
PROP. OUTFA L
DURING TO BE REMOVED
2
\ \ PROP. 20' P.U.E. -
/ \ PROP. MH
50' ROW, vvz8, P.300 _ _ 18" RCP -
EXIST Tom_
F.H. I \ PROP.
I 8" SAN
I I I\ \ \ PROP.
\ PROP. CI.;
} _
PROP.
I I
�J PROP.
-FlRE /
/HYDRANT C -
Ail
oche 24"02" TEE
PROP.
//-JBOX
OP.
CURB
INLET so-
° RCP \� \9\�I,0`pJ'
If .
P. � 6' P.0 E. \ \\ ��0 4i0Y
80'/ROW
/ PROP.
12" WTR �) 1
PROP. C.I. tiro I\
f TEMPORARY CUL-DE-SAC
(GONG CENTER LANE W/ - -
REMOVED DURING PHASE 2 \
H.
PROP. ENCASED ry66
8" WrR /
PHASE 2ROW /
' . PHASE 3
PROP. 16' P.U.E. / �O
...+, -_ Y
-PROP.
MH
...k PROP ENCASED
/1 1OUTFALL
PROP.
r I DRAINAGE -}
EASEMENT
Fb
//B- SAN / \
PROP./
/
:.I.
PROP. /
20' P.U.E.
_-PROP.
8" SAN
------ PROP. 20' P.U.E..-
EXIST 18" SAN
_EXIST 18" SAN- T /�
18" SAN SEWER TO BE
UPGRADED BY CITY OF
COLLEGE STATION TO 36" � �\
0 60' 100, 200' 400'
SCALE: V=100'
LEGEND
C.I. CURB INLET
RCP REINFORCED CONCRETE PIPE
MH MANHOLE
SAN SANITARY SEWER
F.H. FIRE HYDRANT
WTR WATER LINE
ESMT EASEMENT
P.U.E. PUBLIC UTILITY EASEMENT
y DRAINAGE FLOW DIRECTION
DR. DRAINAGE
_ PHASE 1 CONCRETE
PHASE 1 ASPHALT
PHASE 2 DARTMOUTH ROW
PHASE 2 MORGANS LANE ROW
COMMON AREA & PRIVATE DRAINAGE EASEMENT
PHASE UNE
12" W - - 12" WATER LINE
8" W- - - 8" WATER LINE
8" SAN 8" SANITARY SEWER
0 CASED CROSSING
LINE TABLE
LINE
BEARING
DISTANCE
L1
S
59'13'58"
E
119.61'
L2
S
18'30'01"
W
97.15'
L3
S
45431'01"
E
1.57'
L4
N
46*39'11"
E
21.51'
L5
N
46'33'07"
E
83.00'
L6
IS
44'52'54"
W
188.81'
L7
N
89632'14"
W
65.55'
L8
S
54'54'08"
W
151.48'
L9
S
42*13'50"
W
99.33'
L10
S
04'23'08"
W
73.41'
LINE
BEARING
DISTANCE
L11
S
24'46'13"
W
53.99'
L12
S
89*49'16"
E
35.45'
L13
N
46438'10"
E
182.51'
L14
N
14615'18"
W
35.34'
L15
S
59416'03"
E
110.04'
L16
IS
75-45,36"
W
35.42'
L17
S
46-38.10-
W
182.51'
L18
S
909'38"
W
35.27'
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
Cl
10'57'09"
1221.24'
233.45'
117.08'
S 64'42'32" E
233.09'
C2
64'01'02"
430.00'
480.44'
268.78'
S 13'30'30" E
455.84'
C3
5'13'18"
960.00'
87.49'
43.78'
N 49415'50" E
87.46'
C4
8'38'52"
955.00'
144.14'
72.21'
N 76'18'29" E
144.00'
C5
15'10'14"
521.00'
137.95'
69.38'
S 21'41'51" E
137.55'
C6
1915*28"
535.00'
95.78'
48.02'
S 39'42'050 E
95.66'
C7
49038130"
615.00'
532.84'
284.44'
S 20600'34" E
516.33'
C8
41'56'44"
535.00,
391.67'
205.08'
N 23'51'27" W
382.98'
C9
30'43'05"
615.00'
329.72'
168.93'
N 29*28'16" W
325.79'
C10
15'45'41"
225.00'
61.89'
31.14,
N 54'31'08" E
61.70'
C11
83'23'53"
25.00'
36.39'
22.27'
N 20'42'02" E
33.26'
C12
23'49'54"
535.00'
222.53'
112.90'
N 32'54'52" W
220.93'
C13
3Y34'14"
430.00'
251.94'
129.70'
S 01'42'54" W
248.36'
C14
30'26'48"
430.00'
228.50'
117.02'
S 3917*37" E
225.82'
C15
10'00'30"
400.00'
69.87'
35.03'
N 38'33'10" E
69.78'
C16
13'05'15"
460.00'
105.07'
52.77'
N 4905'33" E
104.85,
C17
15'25'12"
420.00'
113.04'
56.86'
N 38455'34" E
112.69'
C18
15'28'35"
480.00'
129.65'
65.22'
S 38'53'53" W
129.26'
C19
13*05'15"
400.00'
91.37'
45.88'
S 40'05'33" W
91.17'
C20
10'14'06"
460.00'
82.17'
41.20'
S 38439'58" W
82.06'
PRELIMINARY PLAN= NOT FOR RECORD
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DRAFT
FOR AGENCY
REVIEW ONLY
THIS SET OF PLANS WAS PREPARED
UNDER THE DIRECTION OF TIM 0
WOLFF, P.E., SEAL No. 100110 ON
5/30/2018. THIS DOCUMENT IS
RELEASED FOR THE PURPOSE OF
INTERIM REVIEW ONLY AND NOT TO
BE USED FOR CONSTRUCTION.
12022
OF:
BLEYL ENGINEERING